HomeMy WebLinkAboutEast Aspen Street Pedestrian BridgeBOZEMAN, MTPROJECT LOCATIONVICINITY MAPNO SCALEKLJ PROJECT NO. 2004_01034E. ASPEN STREET PEDESTRIANBRIDGECITY OF BOZEMANBOZEMAN, MTAUGUST 2022PROJECTLOCATIONCITY OF BOZEMANPO BOX 1230121 NORTH ROUSE AVE.BOZEMAN, MT 59771PH: 406.582.2320COMMISSION MEMBERSMAYORCYNDY ANDRUSDEPUTY MAYORTERRY CUNNINGHAMCITY COMMISSIONERSCHRISTOPHER COBURNJENNIFER MADGICI-HO POMEROYONE CALLBEFORE DIGGING1-800-424-55551982 STADIUM DR, SUITE 3BOZEMAN, MT 59715PH: 406.404.1849FAX: 855.288.8055www.kljeng.comCKLJ 2021 Oct 14, 2022 - 4:09pm - K:\Projects\City\MT\Bozeman\2004_01034 Aspen Street Pedestrian Bridge\CAD\Working\dbase_SWPlan.dwg (Cover Bridge) DATE: .CERTIFICATIONI HEREBY CERTIFY THAT THE ATTACHED PLANS WERE PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MONTANA. DATE: .CERTIFICATIONI HEREBY CERTIFY THAT THE ATTACHED PLANS WERE PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MONTANA.E PEACH STE COTTONWOOD STE ASPEN STE TAMARACK STN WALLACE AVENUEN ROUSE AVENUESTATE OF MONTANAHELENAMISSOULAKALISPELLSHELBYHAVREGLASGOWGLENDIVEBILLINGSBOZEMANBUTTEGREAT FALLSLEWISTOWNMILES CITYINTERSTATE 90UTILITY COMPANIESNORTHWEST ENERGY SPECTRUM121 E GRIFFIN DR 1500 N 19TH AVEBOZEMAN, MT. 59715 BOZEMAN, MT. 59715 CENTURYLINK2707 W. MAIN STREETBOZEMAN, MT. 59718COVER SHEETC1 GENERAL NOTESC2 SIDEWALK PLAN AND PROFILEC3 BRIDGE PLAN AND PROFILES1 GENERAL LAYOUTA1 BRIDGE PLAN ELEVATIONSA2 CONSTRUCTION DETAILSA3 CONCRETE FOOTING ABUTMENT DETAILF1 FENCING PLANF2 FENCING PROFILEINDEX OF SHEETS:
CONTROL TRAVERSE COORDINATE DATAPOINT #14404142NAMECP14CP40CP41CP42NORTHING528325.693528286.188528293.639528277.851EASTING ELEVATION1578469.4741578173.671578087.4751578096.8944751.544754.5044753.5484753.979LINE TABLESEGMENTL1L2L3L4L5LENGTH76.63'8.31'104.23'12.60'128.10'BEARINGS89°34'23"ES73°38'21"EN89°40'41"ES75°38'17"ES89°59'42"E Oct 14, 2022 - 4:09pm - K:\Projects\City\MT\Bozeman\2004_01034 Aspen Street Pedestrian Bridge\CAD\Working\dbase_SWPlan.dwgDATE REVISIONE. ASPEN ST. PEDESTRIAN BRIDGESHEETNO.CITY OF BOZEMANISSUE DATEDRAFTEDPROJECT NUMBERREVIEWEDBOZEMAN, MT2004_0103408/2022C1GENERAL NOTESMDHRHGRADING NOTES:1. SITE EXCAVATION, BACKFILL AND GRADING SHALL COMPLY WITHSECTION 02230 OF THE MPWSS. NO SEPARATE MEASUREMENT ANDPAYMENT WILL BE MADE FOR EXCAVATION, REMOVAL AND DISPOSAL OFEXISTING ASPHALT OR OTHER CLASSIFICATION OF MATERIALS WITHINTHE ENVELOPE OF THE PROPOSED SIDEWALK AND BRIDGE ABUTMENTWALL/FOUNDATION CONSTRUCTION. EXCAVATION, REMOVAL ANDPROPER DISPOSAL OF ALL MATERIALS IS INCIDENTAL TO THE PERTINENTCONSTRUCTION PAY ITEM.2. FINAL GRADES AFTER ALL SITE EXCAVATION, GRADING, COMPACTIONAND PLACEMENT OF PAVEMENT AND STRUCTURES SHALL COMPLY WITHTHE GRADES SHOWN ON THE PLANS. SURPLUS MATERIALS SHALL BEHAULED OFF AND DISPOSED OF BY THE CONTRACTOR.STORMWATER POLLUTION PREVENTION PLAN NOTES:THE CONTRACTOR IS FULLY RESPONSIBLE FOR MONITORING EROSION AND IMPLEMENTING ADDITIONALMEASURES AS NECESSARY TO COMPLY WITH THE CONDITIONS OF A STORM WATER POLLUTION PREVENTIONPLAN (SWPPP) AND PREVENT DISCHARGE OF SOIL LADEN RUNOFF AND DAMAGE TO THE PROJECT FROMFLOWS ENTERING THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEVELOP THE SWPPP AND FILE ANOTICE OF INTENT (NOI) WITH THE GOVERNING AUTHORITY. EROSION AND SEDIMENT CONTROL MEASURESSHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF CONSTRUCTION AND AFTER CONSTRUCTION UNTILSEEDING AND ANY OTHER PERMANENT SURFACE STABILIZATION HAS BEEN ESTABLISHED. THE CONTRACTORSHALL FILE A NOTICE OF TERMINATION (NOT) AFTER THE SITE HAS BEEN RESTORED AND STABILIZED WITH THEPROPER LANDSCAPING AND OTHER VEGETATION, AND CONSTRUCTION IS COMPLETE. PREPARING THESWPPP, FILING A NOI AND NOT, IMPLEMENTING EROSION CONTROL MEASURES AND ALL ASSOCIATED PERMITFEES ARE CONSIDERED INCIDENTAL TO THE TEMPORARY EROSION CONTROL BID ITEM.1. CONTRACTOR IS RESPONSIBLE FOR MINIMIZING TRACKING OF SOIL AND DEBRIS ONTO ADJACENTPROPERTIES AND ROADWAYS. TRACKING MUST BE REMOVED BY THE END OF EACH DAY.2. INSPECT ALL EROSION CONTROL ELEMENTS WEEKLY OR AFTER ALL STORM EVENTS OF 0.25" OF RAIN ORGREATER AND DOCUMENT IN ACCORDANCE WITH THE REQUIREMENTS OF NOTICE OF INTENT.3. ALL WASTE AND UNUSED BUILDING MATERIALS SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TOBE CARRIED OFF-SITE BY RUN-OFF OR WIND.4. ALL OFF SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A STORMEVENT SHALL BE CLEANED UP BY THE END OF EACH DAY.5. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS NOT PERMANENTLY LANDSCAPED SHALL BESEEDED AS SPECIFIED BY THE PROJECT MANUAL.6. EROSION CONTROL DEVICES DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BEREPAIRED BY THE END OF THE WORK DAY.7. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OFCONSTRUCTION AFTER STABILIZATION AND PERMANENT LANDSCAPING HAS BEEN INSTALLED.CKLJ 2021COVER SHEETC1 GENERAL NOTESC2 PLAN & PROFILEINDEX OF SHEETS: GENERAL NOTES:1. ALL CONSTRUCTION SHALL COMPLY WITH THE 7TH EDITION OF THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS (MPWSS) AND THE CITY OF BOZEMANMODIFICATIONS TO MPWSS INCLUDING ADDENDA 1-3.2. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK. PRIOR TO EXCAVATION, THE CONTRACTOR SHALLCONTACT "ONE CALL" AT 800-424-5555.3. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO REMOVE ORRELOCATE EXISTING UTILITIES AS NEEDED TO ACCOMMODATE THE WORK. SUCHCOORDINATION SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS. IT IS THECONTRACTOR'S RESPONSIBILITY TO ENSURE UTILITY REMOVALS, REPLACEMENTSAND RELOCATIONS ARE COMPLETED WITHOUT DELAYS TO THE CONTRACT TIME.4. CONTRACTOR SHALL PROVIDE A ONE (1) WEEK NOTICE TO THE ENGINEER ANDOWNER PRIOR TO BEGINNING ANY CONSTRUCTION.5. ANY DISCREPANCY DISCOVERED BY THE CONTRACTOR IN THE PLANS OR PROJECTMANUAL SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER WHENDISCOVERED. THE CONTRACTOR SHALL ALLOW TIME FOR CLARIFICATION.6. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS. MONUMENTSDISTURBED OR DESTROYED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.7. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALLTIMES. IF ACCESS CLOSURE IS REQUIRED, THE CONTRACTOR SHALL PROVIDEWRITTEN NOTICE 24 HOURS IN ADVANCE OF CLOSURE TO AFFECTED OWNERS ANDEMERGENCY SERVICE PROVIDERS.8. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A TRAFFIC CONTROLPLAN IN CONFORMANCE WITH THE CITY OF BOZEMAN REQUIREMENTS. PLAN TO BEAPPROVED BY THE CITY PRIOR TO COMMENCING WITH ANY WORK IN THE PUBLICRIGHT-OF-WAY.9. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTIONPRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION.10. THE OWNER AND ENGINEER RESERVE THE RIGHT TO PROVIDE ADDITIONAL TESTINGUPON THEIR OWN DISCRETION. IF NEEDED, THE CONTRACTOR SHALL COOPERATEAND ASSIST THE OWNER AND/OR ENGINEER IN COLLECTION OF ADDITIONAL TESTINGSAMPLES. AT A MINIMUM THIS MAY INCLUDE EXCAVATION OF TEST PITS FORCOMPACTION TEST VERIFICATIONS FOR EACH LIFT OF BACKFILL, EMBANKMENTMATERIAL OR AGGREGATE BASE MATERIAL. THE CONTRACTOR SHALL PROVIDE AMINIMUM OF 24 HOURS NOTICE TO THE OWNER AND ENGINEER, PRIOR TO COVERINGWORK, TO ALLOW TIME FOR QUALITY VERIFICATION.11. ALL AREAS COVERED BY TOPSOIL DURING FINAL GRADING SHALL BE SEEDEDBEFORE FINAL ACCEPTANCE.12. CONTRACTOR SHALL MAINTAIN FIELD AS-BUILT DRAWINGS DETAILING ALL FIELDMODIFICATIONS, AS NECESSARY, BOTTOM OF FOOTING ELEVATIONS, LOW CHORDELEVATIONS AND ALL GENERAL FIELD MEASUREMENTS AND LOCATIONS OFCOMPLETED WORK.BASIS OF SURVEY:MONTANA STATE PLANE NAD 83(2011)HORIZONTAL DATUM: NAD 83GEOID: GEOID 12A (CONUS)VERTICAL DATUM: CITY OF BOZEMAN DATUM(NAVD88 - 19.4 FT)HORIZONTAL AND VERTICAL UNITS:INTERNATIONAL FEETLOCAL SITE SETTINGS:LOCAL NORTHING: 0.00LOCAL EASTING: 0.00GRID NORTHING: 0.00GRID EASTING: 0.00GROUND SCALE FACTOR: 0.999428671DISTANCES ARE GROUND
474547504755476047653+004+00 4+05STA: 3+44.79FG ELEV: 4753.25STA: 3+90.87FG ELEV: 4753.25BASEFLOODELEVATION= 4749.6024" MINIMUMBFE FREEBOARDPROPOSEDCONSTRUCTIONEASEMENT4+04.863+004+00475047504752BOZEMAN CREEKEXISTINGRIPRAPTOREMAINREGULATORYFLOODWAYBOUNDARY(APPROXIMATELOCATION)0'PROPOSED CLASS IIGRAVEL TRAIL(TYP. - COB STD DWGNO. 02529-18)PROPOSEDPEDESTRIANBRIDGE(SEE BRIDGESHEETSS1 & S2)GRADE TOEXISTINGGRAVELTRAILREMOVE 61 LFEXISTING CHAIN LINKFENCE ANDCONCRETE FOOTINGENDPROJECTSTA.4+00.30DELINEATEDWETLANDBOUNDARY(APPROXIMATELOCATION)STA 3+44.79STA 3+90.87EP: 4+04.86PT: 2+88.20 Apr 30, 2024 - 12:10pm - K:\Projects\City\MT\Bozeman\2004_01034 Aspen Street Pedestrian Bridge\CAD\Working\dbase_SWPlan.dwgDATE REVISIONE ASPEN ST PEDESTRIAN BRIDGESHEETNO.CITY OF BOZEMANISSUE DATEDRAFTEDPROJECT NUMBERREVIEWEDBOZEMAN, MT2004-0103408/2022C3PLAN & PROFILETCTPK1 4/30/2024REMOVED SIDEWALK AND CHANGED CONST. EASEMENTCKLJ 2021N50510SCALE FEETEXISTING EDGEOF PAVEMENT47 LF PROPOSEDFENCE DESIGNEDBY OTHERSPROPERTY LINE (TYP.)BLEND GRAVEL TRAILINTO EXISTING PAVEMENTEX. SANITARYMANHOLEINV. OUT 4745.60 (W)ADJUST VALVE COVERSTO FINISHED GRADEREMOVE 23LFEXISTING PICKETFENCESANITARY LINE MARKER23 LF 3' TALLMESH FENCEEXISTING TREETO REMAINNOTES:SALVAGE TO OWNER ANY REMOVEDFENCE THAT OWNER WISHES TO RETAIN.ALL OTHER REMOVED FENCE SHALL BEDISPOSED OF BY CONTRACTOR.10.93'TRAVIS G.COPPER19597PETRAVIS SGG..COPPER19597PE19597PEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE5-2-24
AS-BUILT ELEV.4753.27AS-BUILT ELEV4753.78AS-BUILT ELEV4753.35
PLANSCALE: 1/8"= 1'-0"BOZEMAN CREEK475147504749474847474746474647474748474947504751475247534753ȭ BENT NO. 1ȭ BENT NO. 210'-0"5'-0"5'-0"ȭ BEARING POSTSTA 3+90.87ȭ BEARING POSTSTA 3+44.79INSIDE FACE OF RAILEDGE OFPRE-ENGINEEREDBRIDGEINSIDE FACE OF RAILEDGE OFPRE-ENGINEEREDBRIDGE46'-1" ȭ BEARING POST TO ȭ BEARING POSTELEVATIONSCALE: 1/8"= 1'-0"47494750475147524748474747464745475347444743PRE-ENGINEERED STEEL PEDESTRIAN BRIDGEFINISHED GRADE@ ȭ PATHȭ BRG POST @ BENT NO. 1STA 3+44.79FINISHED GRADE ELEVATION = 4753.25'ȭ BRG POST @ BENT NO. 2STA 3+90.87FINISHED GRADE ELEVATION = 4753.25'BOTTOM OF FOOTINGELEV. = 4746.25EXISTING GRADE @ ȭ PROFILEBOTTOM OF FOOTINGELEV. = 4746.25BASE FLOOD ELEV.(100 - YEAR)= 4749.60LOW CHANNEL BOTTOMELEV.= 4745.25LOW CHORDMINIMUM ELEV.4751.6048'-0" ABUT FACE TO ABUT FACETYPICAL BRIDGE SECTIONSCALE: 1/4"= 1'-0"10'-0"CLEAR WALKWAYRUB RAILSTEEL TOE PLATEVERTICALSTRINGERFLOOR BEAMTOP CHORDBOTTOMCHORD3'-6" MINHORIZONTALSAFETY RAIL, TYPȭ PATHTIMBERDECKING1'-0"SECTIONSCALE: NTSPRE-ENGINEERED STEELPEDESTRIAN BRIDGE.CONNECTION TO ABUTMENTPER BRIDGE MANUFACTURERSPREAD FOOTING, SEE PROJECTGEOTECHNICAL REPORTȭBEARING. VERIFY LOCATION OFANCHOR BOLTS WITH BRIDGEMANUFACTURER PRIOR TOPLACING CONCRETEREMOVE EXISTING SOIL AND REPLACEWITH COMPACTED STRUCTURAL FILL,SEE PROJECT GEOTECHNICAL REPORT'D'23 'D'CAST IN PLACE CONCRETE: UNLESS OTHERWISE APPROVED OR SPECIFIED, USE CONCRETE CLASS M-4000(F'c = 4000 psi) FOR ALL SUBSTRUCTURE CONCRETE.STRUCTURE EXCAVATION: INCLUDE STRUCTURE EXCAVATION AND DEWATERING IN THE UNIT PRICE BIDFOR "CONCRETE".UTILITIES: CALL 1-800-424-5555 FOR UTILITY LOCATES AT LEAST TWO WORKING DAYS PRIOR TO STARTINGANY CONSTRUCTION ACTIVITY THAT COULD DISTURB THE UTILITY. CONTRACTOR IS RESPONSIBLE TOLOCATE AND AVOID DAMAGE TO ALL EXISTING UTILITIES.NOTESFINISHED GRADE: FINISHED GRADE OF BRIDGE AT CENTERLINE PATH IS THE SAME AS THEPROFILE GRADE SHOWN ON PLANS.SPECIFICATIONS: THE SPECIAL PROVISIONS GOVERN UNLESS OTHERWISE NOTED. THE DESIGNWAS PREPARED IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, NINTHEDITION AND THE AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES2009 WITH 2015 INTERIM REVISIONS.LIVE LOAD: DESIGN THE BRIDGE TO SUPPORT THE CONTROLLING CASE OF EITHER THE STANDARDAASHTO H5 LOADING, OR THE PEDESTRIAN LOAD AS SPECIFIED IN THE AASHTO LRFD GUIDESPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES 2009 WITH 2015 INTERIM REVISIONS.REINFORCING STEEL: USE NEW DEFORMED TYPE REINFORCING STEEL MEETING THE REQUIREMENTSOF AASHTO M 31 GRADE 60. INCLUDE ALL COSTS ASSOCIATED WITH FURNISHING AND PLACING NEWREINFORCING STEEL FOR THE FOOTINGS, ABUTMENTS AND WINGWALLS IN THE UNIT PRICE BID FORCONCRETE CLASS STRUCTURE. Apr 25, 2024 - 10:03am - C:\Users\DUSTIN~1\AppData\Local\Temp\AcPublish_25800\20210510_16417102 General Layout Current.dwgDATE REVISIONE ASPEN ST PEDESTRIAN BRIDGESHEETNO.CITY OF BOZEMANISSUE DATEDRAFTEDPROJECT NUMBERREVIEWEDBOZEMAN, MT2004_0103404.25.2024S1GENERAL LAYOUTSMMDJHCKLJ 2024STRUCTURAL FILL: STRUCTURAL FILL SHALL CONSIST OF 3-INCH MINUS UNCRUSHED AGGREGATE MEETINGTHE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) SECTION 02234,PER GEOTECHNICAL REPORT. THE WORK AND MATERIAL NEEDED FOR PLACING THE STRUCTURAL FILLSHALL BE INCLUDED IN THE UNIT PRICE BID FOR "STRUCTURAL FILL".
ȭBEARING POST @ BENT NO. 1 STA 3+44.79ȭBEARING POST @ BENT NO. 2 STA 3+90.87FOOTING PLANSCALE: 1/8"= 1'-0"46'-1"ȭBRG POST TO ȭBRG POST18'-0"9'-0"9'-0"1'-11 1/2"2'-0 1/2"4'-0"NOTE: DIMENSIONS SHOWN FOR BENT NO. 1ARE TYPICAL FOR BENT NO. 2.AB2BB2CB2DB28"END OFPRE-ENGINEEREDBRIDGE @ ȭ PATHEND OFPRE-ENGINEEREDBRIDGE @ ȭ PATHFOOTING UNDERABUTMENTCOREHOLEB-02COREHOLEB-03ȭPATH & STRUCTUREBOZEMAN CREEK8"4'-0"4'-0"1'-0"7'-0"1'-0"2'-0"8"1'-4"1'-0"SECTION B/B2SCALE: 1/2"= 1'-0"BRIDGE BEARING PLATE & ANCHOR BOLTS, SEEMANUFACTURER'SDRAWINGS. VERIFY ANCHOR BOLT PROJECTION W/MANUFACTURER. VERIFY LOCATION OF ANCHOR BOLTSW/ MANUFACTURER PRIOR TO PLACING CONCRETE.#4 HORZ @ 12 O.C.EACH FACE#4 HOOPS @ 12" O.C.#4 HOOKED DOWELS@ 12" O.C. EA FACE3"CLR1 1/2" CLRTYP#4 U-BAR@ 12" O.C.4~#4 HORZ @ TOP4~#4 HORZ @BOTTOM#4 HORZ@ 12" O.C.EA FACE#5 @ 12" O.C.EA WAY4'-0"1'-0"1'-0"SECTION C/B2SCALE: 1/2"= 1'-0"3"CLR1 1/2" CLRFOOTING REINF,SEE B/B22'-4"#4 HOOKED DOWELS@ 12" O.C.EA FACE#4 @ 12" O.C. EA WAYDETAIL D/B2SCALE: 1/2"= 1'-0"#4 HOOKED DOWELS @12" O.C., EA FACE#4 VERTS @ 12" O.C.,EACH FACE1 1/2" CLR2'-0" LAP8"2'-0"2'-0" LAP1'-6" LAPCB2BB28"1'-4"8"PLAN VIEWFOOTING6'-0"#4 VERTS @ 6" O.C.,EACH FACE8"1'-0"ȭ BENTELEVATION A/B2SCALE: 1/4"= 1'-0" 18'-0"12'-0"1'-4"1'-0"8"1'-4"1'-0"13'-4"5'-0"1'-0"7'-0"2'-4"2'-4"18'-0"NEAR FACE BACK WALL AND NEARFACE WINGWALL REINFFOOTING, ABUTMENT BLOCK, FAR FACEBACKWALL, AND FAR FACE WINGWALLREINF1'-6" TYPLAPBB2CB24'-0"2'-0"LEVEL LEVELNOTE: REINFORCING SHOWN IN SECTION APPLIES FOR FULL LENGTH OF FOOTINGS, ABUTMENTS, AND WALLS.NOTE: INCLUDE ALL PERTINENT HARDWARE REQUIRED FOR THE ERECTION OF THE BRIDGE (BASE PLATES, ANCHOR BOLTS, NUTS, ETC.) IN THE LUMP SUM BID FOR "BRIDGE SUPERSTRUCTURE".NOTE: BRIDGE MANUFACTURER TO SUPPLY EXPANSION JOINTS BETWEEN DECK AND BACKWALL. INCLUDE DECK JOINTS IN THE LUMP SUM BID FOR "BRIDGE SUPERSTRUCTURE". Apr 25, 2024 - 10:03am - C:\Users\DUSTIN~1\AppData\Local\Temp\AcPublish_25800\20210510_16417102 General Layout Current.dwgDATE REVISIONE ASPEN ST PEDESTRIAN BRIDGESHEETNO.CITY OF BOZEMANISSUE DATEDRAFTEDPROJECT NUMBERREVIEWEDBOZEMAN, MT2004_0103404.25.2024S2FOOTIING PLAN & SECTIONSSMMDJHCKLJ 2024